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Home My WebLink About2219-2END TA PAVEME f- H CL Li ED pq Q Ld Ld STA 14+62 BEGIN 150' TAPER \ R/W W-41LLJ STD. 36" A Q LD Ld PCI 00 IL CD + `0 5 R/W R/W M EP— — — — — EP— — — — — — — — — — — — — — — — — — — — — — — — CD c:) 00 M M 430' TO CROSSWALK I I I I I O 14+00 I 35+00 (2 90 I 36+00 C M 2 O IL E P R/� 11 isis\ 101 W-41 STD. 36" �FL SAWCUT EXISTING PAVEMENT 1' FROM EDGE rlfVA L.F. In 22 +� 1060 S.F. U 0 pq 3 W � Y W A I- R/W = Q >> x -w z U W P4 I-. Q 14' c� w_.mmm 1'-11' 1'-11' -no VARIES 13'-29' 13'-18' VARIES VARIES VARIES 1' 1' EX. GROUND VARIES is TYPICAL SECTION SIERRA AVE. & WALNUT STREET N.T.S. 1-800-422-4133 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING a CA UNDERGROUND SERVICE ALERT Of SOUVEM CAUFORM BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 NQ '. V-41 ZVA' peom BEGIN 8' C&G END 6' AC DI T. C. 67.91 It O �._ : AVAr RIGHT LANE STOPPING MUST I Na ANNE TURN RIGHT STOPPING R-28 s R-18 ANYTIME 12"X1 STD. 36" 1 '"— 11 R -28(S) 12"X18 11 CURB RETURN DATA 11 0 = 90°01'03' R = 30,00' T = 30.009' L = 47.13' z SAWCUT EXISTING PAVEMENT 1' FROM EDGE rlfVA L.F. Q 22 n 1060 S.F. 0 pq 3 250 TONS _:D ® F- 210 I- U = D CONSTRUCT 6' AC DIKE PER CITY OF FONTANA STD DETAIL 101 o LL. ::D 24" 14' c� L.F. 07 VARIES x w EA, (MIN, 6") PAINT/REPAINT DETAIL 22 STRIPE 1200 VARIES 5' EX, SLOPE 650 L.F. Qof ESS/N 10 PAINT 12' WHITE LINES 400 L.F. ��-�O� E. F FyGi �2 11 INSTALL SIGNS AND POSTS AS SHOWN TYPICAL SECTION arc 211 MAX WALNUT VILLAGE PARKWAY 4r N,T,S, ►m Dol GENERAL NOTES: STA 14+62 BEGIN 1. TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD 150' TAPER SPECIFICATI❑NS AND STANDARD PLANS (DATED JULY 1992) 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATI❑NS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-41331 48 HOURS BEFORE DIGGING. ' 3. COORDINATE UTILITY ADJUSTMENTS TO GRADE WITH THE APPROPRIATE UTILITY COMPANY. 4. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTI❑N TO THE SATISFACTION OF THE ENGINEER. 5. ALL PAINT LEGENDS AND ARROWS SHALL CONFORM TO THE CITY OF FONTANA STANDARD MAINTENANCE STENCILS. <1> w 6 Lo z 11 W-4 it STD. 36 C) x 4301 TO ON + z Q CROSSWALK CL R/W R/W FL SWALE FL SWALE 1 3 — — — — — — — — — — — — —EP — — — — 0 36 + 46.17r;) 13 + 23.08 .... O 37+00 O 2 O 38+00 I 1AprI I 39+00 + 10 o c� %,D cu ---------- 8„ cc ------------------ \�11> (+ R/W II 7 O C❑NSTRUCTI❑N NOTES X 1� T� S� I I C JL Q •�� I I I I I 1 24 3 11' 11' 11` I 1 0 I 1�Xc'S I — To AA I I 12+09.5 1 7, ' R �_ 14' DWY I , I I CD of 171 c Y. 1 I 3 ' '0o I I s I is I I I o I I I ® I II 1 I I 2 I I II 7 o i II I I 0, I I 611 I I I I I I 44' I I I I � 11 STA 11+02 19I � � I I o CL 12 DWY 5,0 R f 7 I I o STA 10 + 93.07 J❑IN I I i EXIST 8' C&G (T.C, 70,49) 44' I I R/W I 1 I I 11 R,- 18 36 X36 STOPPING ANYTIME R-28 S THRU fz"xr TRAFFIC MERGE LEFT 11 W-74 STD. 60" R/W • W-41 STD. 36" 9 EP E�R 41+00 SIERRA AVENUE R/W O � O1 SAWCUT EXISTING PAVEMENT 1' FROM EDGE rlfVA L.F. old,4 pAdAllill 22 '40! 1060 S.F. O3 CONSTRUCT 5' AC PAVEMENT OVER COMPACTED NATIVE (95%) 250 TONS ® CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD DETAIL 101 210 L.F. Q5 CONSTRUCT 6' AC DIKE PER CITY OF FONTANA STD DETAIL 101 210 L.F. © INSTALL 2' X 6' REDWOOD HEADER 600 L.F. 07 PAINT/REPAINT TYPE IV ARROWS & LEGENDS 21 EA, �8 PAINT/REPAINT DETAIL 22 STRIPE 1200 GENERAL NOTES: STA 14+62 BEGIN 1. TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD 150' TAPER SPECIFICATI❑NS AND STANDARD PLANS (DATED JULY 1992) 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATI❑NS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-41331 48 HOURS BEFORE DIGGING. ' 3. COORDINATE UTILITY ADJUSTMENTS TO GRADE WITH THE APPROPRIATE UTILITY COMPANY. 4. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTI❑N TO THE SATISFACTION OF THE ENGINEER. 5. ALL PAINT LEGENDS AND ARROWS SHALL CONFORM TO THE CITY OF FONTANA STANDARD MAINTENANCE STENCILS. <1> w 6 Lo z 11 W-4 it STD. 36 C) x 4301 TO ON + z Q CROSSWALK CL R/W R/W FL SWALE FL SWALE 1 3 — — — — — — — — — — — — —EP — — — — 0 36 + 46.17r;) 13 + 23.08 .... O 37+00 O 2 O 38+00 I 1AprI I 39+00 + 10 o c� %,D cu ---------- 8„ cc ------------------ \�11> (+ R/W II 7 O C❑NSTRUCTI❑N NOTES X 1� T� S� I I C JL Q •�� I I I I I 1 24 3 11' 11' 11` I 1 0 I 1�Xc'S I — To AA I I 12+09.5 1 7, ' R �_ 14' DWY I , I I CD of 171 c Y. 1 I 3 ' '0o I I s I is I I I o I I I ® I II 1 I I 2 I I II 7 o i II I I 0, I I 611 I I I I I I 44' I I I I � 11 STA 11+02 19I � � I I o CL 12 DWY 5,0 R f 7 I I o STA 10 + 93.07 J❑IN I I i EXIST 8' C&G (T.C, 70,49) 44' I I R/W I 1 I I 11 R,- 18 36 X36 STOPPING ANYTIME R-28 S THRU fz"xr TRAFFIC MERGE LEFT 11 W-74 STD. 60" R/W • W-41 STD. 36" 9 EP E�R 41+00 SIERRA AVENUE R/W O � O1 SAWCUT EXISTING PAVEMENT 1' FROM EDGE 1060 L.F. 22 REMOVE EXISTING AC PAVEMENT 1060 S.F. O3 CONSTRUCT 5' AC PAVEMENT OVER COMPACTED NATIVE (95%) 250 TONS ® CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD DETAIL 101 210 L.F. Q5 CONSTRUCT 6' AC DIKE PER CITY OF FONTANA STD DETAIL 101 210 L.F. © INSTALL 2' X 6' REDWOOD HEADER 600 L.F. 07 PAINT/REPAINT TYPE IV ARROWS & LEGENDS 21 EA, �8 PAINT/REPAINT DETAIL 22 STRIPE 1200 L.F. O9 PAINT/REPAINT DETAIL 38 STRIPE 650 L.F. Qof ESS/N 10 PAINT 12' WHITE LINES 400 L.F. ��-�O� E. F FyGi �2 11 INSTALL SIGNS AND POSTS AS SHOWN 12 EA. z NO. 26690 4r EXP. 3 3 9 REMOVE EXISTING STRIPING AND MARKINGS AS SHOWN 1 LS. 3 ADJUST UTILITIES TO GRADE5 sl ENG�� EA. 9rE OF CA1.`F�� 14 REMOVE BLOCK WALL 110 L.F. 1© PAINT/REPAINT DETAIL 9 STRIPE 96 L.F. 16 CONSTRUCT 4' PCC SIDEWALK PER CITY OF FONTANA STD, DETAIL NO, 105A 2000 S.F. BENCHMARK 17 CONSTRUCT WHEELCHAIR RAMP PER CITY OF FONTANA STD. DETAIL NO, 104A 1 EA. ® REMOVE TREES AND SHRUBS AS DIRECTED BY THE ENGINEER 8 EA. T B M - CHISELED "X" ❑ N FOOTING ❑ E SIGNAL S, W , CORNER SIERRA AVE, A N D 1�9 CONCRETE DRIVEWAY PER CITY STD. DETAIL NO, 102C (QTY, IN SIDEWALK VOLUME) __ ' BASELINE AVE. ELEVATI❑N AT 1414.88'